summary of schedule of rates for laying &...

Sl. No. Description Indian Rupees (In Figures)

Indian Rupees (In Words)

1 Total amount for Mainline Works SOR

2 Total amount for Cathodic Protection Works SOR

3 Terminal Works

I) Total amount for Piping & Mechanical Works SOR

II) Total amount for Civil Works SOR

III) Total amount for Structural Works SOR

IV) Total amount for Electrical Works SOR

V) Total amount for Instrumentation Works SOR

4 Gross Total Amount (inclusive of all applicable taxes & duties except servicetax) [1+2+(3-I)+(3-II)+(3-III)+(3-IV)+(3-V)]

5 Service Tax @ 14.50% on 40 % of Total Amount mentioned at Sl. No. 4above

6 Service Tax @ 14.50% on 40 % on free issue material of INR 10.00 Crore 5,800,000.00 Fifty Eight Lakhs only

7 Gross Total Amount (Sl. No. 4 + 5 + 6 )

SUMMARY OF SCHEDULE OF RATES FOR LAYING & CONSTRUCTION OF 12" , 6'' & 4” NB U/G STEEL P/L NETWORK & ASSOCIATED WORKS FOR

CITY GAS DISTRIBUTION PROJECT FOR HYDERABADBid No.MEC/23R8/01/51/S2/ST/00/0001

LAYING AND CONSTRUCTION OF 12", 6", 4" NB U/G STEEL P/L NETWORK ASSOCIATED WORKS FOR CITY GAS DISTRIBUTION PROJECT IN HYDERABAD

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Sl.No. Description of Item Unit Total Quantity

Unit Rate inclusive of all applicable taxes &

duties except Service Tax

Total Amount inclusive of all applicable taxes & duties

except Service Tax

(a) (b) ( c) (d) (e) (f)

ML-1 CARBON STEEL PIPES 1.1 PIPELINE LAYING / INSTALLATION

Receiving , loading , unloading and transportation and stacking of 3-Layer PE coated and bare line pipes issued by BGL as free issue materials fromBGL designated store yard at Pudur, near Shamirpet to Contractor's stock yard/workshop/work-site. The scope of contractor includes preparation ofdrawings, wherever required for crossing etc. including handling, stacking, stringing on the pipeline route alignment, carrying out inspection of BGLsupplied materials including linepipes at the time of taking over, laying/ installation of coated linepipes as per specification wherever required dependingon site condition including execution of all works, "taking over", handling , including loading and unloading, transportation of Owner supplied materialsfrom Owner's designated place (s) of issue to work site. Arrangement of all additional lands required for Contractor's storage, fabrication, access forconstruction, procurement and supply of all materials (except Owner supplied materials), consumables, equipment, labour and other inputs, carrying outall temporary, ancillary, auxiliary works, ready for commissioning of pipeline as per drawings, specifications, other provisions of Contract document andinstructions of Engineer-in-charge, including but not limited to carrying out the following works:Surveying of route and detours required at the time of execution including marking the same in topographical sheet, preparation of construction drawingsshowing survey details, and submit same to Owner for review / approval.Clearing, full filling all the requirements of various statutory/ environment authorities to the entire satisfaction of concerned authorities, grading of workarea. Relocating of any obstruction within the Pipeline route alignment / Approved route viz. electrical lines/ poles, telephone line / poles, foreignpipeline, etc. in co-ordination with concerned authorities and obtain permissions from these authorities for pipeline execution.

Trenching to all depths by excavation in all types of soils except built up sections on top as different type of pavement / footpath / roads etc. as required by using mechanical excavator or manually depending on the site condition and storing excavated soil, reusable materials at designated areaas directed by Engineer in charge and to a width to accommodate the pipeline as per the relevant standard/ specification etc. [The minimum depth of thetop of pipeline shall be 1.0m measured from top of pipeline coating to the top of undisturbed surface of the soil or as per SCC/ relevant code, whicheveris higher]. Dewater of trenches if required as per site condition is included in the scope of contractor.As SVs shall be buried on the pipeline alignment itself with RCC pits with covers. The steel pipeline has to be taken to the required lower depth by use ofslope or vertical bends to accommodate the above without additional cost to BGL

During the execution of the work, the construction area shall be barricaded to ensure the smooth execution of work and safety of the public/ workingarea. The item also includes fabrication, trsansportation and placing the barricading at the site. Barricading to be made as per approved drawing and tothe entire satisfaction of Owner / Engineer-in-charge. Carrying out repairs of pipe defects/ replacement in case of irreparable defects and repairs of defects of pipe coating not attributable to Owner includingdefects/ damages occurring during transportation / handling.Stringing of line pipes along pipeline trench /sand / soft soil bags including supply of bags and its filling materials. Checking, cleaning, aligning, bending, cutting and bevelling (as required) of pipes for welding and field adjustments including pipe fittings, welding,carrying out non-destructive testing of welds as required including 100% radiography by Gamma-ray / x ray and providing all requisite equipment, labour, supervision, materials, films, consumables, all facilities and personnel to process, develop, examine and interpret radiographs and other tests asrequired, carrying out repairs of weld joints found defective by Engineer-in-Charge, carrying out re-radiography and other tests as required on repairedjoints. Carrying out installation of carrier line pipe at all minor crossing viz. road, carttrack, pathway, water bodies etc. at designated depth by open cut (exceptat crossing by HDD method/ moling / Augur boring). The above item also include liasioning with state authorities / owners : Obtaining ROU and all permissions from the concerned land-owning /statutory authorities along the proposed route / area. However, the required statutory / mandatory fees will be paid by M/s BGL against demand note.Theliasioning during the pipeline laying execution with local authorities & local officials, traffic ploice, police and any other utility companies / agencies suchOFC operators etc are in the scope of the contractor. Repairing/replacement of all damaged utilities if any, and payment of any compensation (if claimedby owner/other utility agencies) is in scope of the contarctor. Liasioning for other associated works like SV station / DRS Station & valve pits etc. alsoincluded in this.

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Coating of field weld joints, long radius bends (R=3D), elbows, buried fittings and valves etc. including supply of coating materials etc. (i.e. heatshrinkable sleeves and high build epoxy etc.) as per PJS & Technical Specification compatible with 3 layer PE coating material of the line pipe. Installation of LR Bend (R = 3D) , as per specification wherever required depending on site condition. Installation / lowering the pipeline in trench to required depth as per PJS, Technical Specification & drawings including padding around pipeline withsuitable soil duly approved by EIC including supply of padding material, backfilling and its compaction to the satisfaction of concerned authorities withexcavated earth / borrowed select soil including supply of borrowed select soil duly approved by EIC.Supply & Installation of warning mat ( OD+100 mm width and 0.5 mm thick ) on the entire length of the pipeline as per specification.Supply and installation of slope breakers, wherever required or, as directed by Owner / Engineer–in–charge.Crossing the all-foreign pipeline / HT line / cable / any other utilities etc. with necessary concrete / PVC protection including coordination with allagencies and obtaining NOC. Carrying out air cleaning, flushing, cleaning and hydrostatic testing of complete pipeline with required quantity of corrosion inhibitor including pre-testingof designated sections complete as per specification and approved by Engineer–in–charge to specified pressures indicated elsewhere and duration afterstabilization as per specification, providing all equipment, pumps, fittings, instruments, dead weight tester, pressure recorder, thermocouples etc., andservices, supervision, labour, consumables, water including supply of corrosion inhibitor, air, etc. as required, locating of leaks and rectification of defectattributable to Contractor (rectification of defects in linepipe material not attributable to contractor shall be paid separately as per other item of scheduleof rate), re-testing after rectification, dewatering after successful completion of hydrotesting of entire section and as approved by Engineer-in-Charge.

(Note : Leak detection, its rectification and successfully re-hydrotesting shall be carried out by Contractor with a view that completion of all activity forsuccessful hydrotesting is not inordinately extended, which will hamper the overall project schedule. Further, no extra payment claim shall be entertainedfor re-hydrotesting and leak detection if defects found attributable to Contractor.All tieing-in, including the tie-in(s) of the pipeline with the adjacent sections of pipeline including cutting of test header, rebevelling as required,radiography and other NDT examination, joint coating as per specification.Final clean-up & restoration of right-of-use or area disturbed by contractor including obtaining NOC from respective land owner and statutory authoritiesduring their construction activities for laying of pipeline works and disposal of debris, excess soil to designated disposal areas as per localauthorities/BGL and returning all surplus material to designated storage yard and backfilling of trench and compaction of the same as per satisfaction ofOwner and / Or as directed by Engineer–in–charge.Restoration of land, facilities and boundary wall etc. and associated facilities dismantled/damaged by the Contractor during construction; Installation of all burried valves inside the valve pit and making provision to operate the valve. Protective coating of 500 micron thick two component (applied with the help of minimum three coats) liquid epoxy including supply of materials dulyapproved by Owner for all piping valves, fittings, structural steels etc. for buried installation and inside the valve pit as approved by the Engineer-in-charge. Carrying out all temporary, ancillary, auxiliary works and all incidental works required to make the pipeline ready for pre-commissioning; Preparation of as-built drawings, pipe-books including collection of GPS co-ordinates.(Drawings /documents to be submitted as pr SCC) All the worksshall be executed in accordance with the provision of contract including carrying out all temporary/ ancillary/ auxiliary works required for the performanceof the works and all other acts, deeds, matters and things necessary to make the pipeline ready for precommissioning activities.Installation of Coated Line Pipes as per following details:Specified dia Thk (mm) Material Coating Type Length of each pipe(mm) NB

1.1.1 300 6.4 API 5L Gr. X-52 3 Layer PE Double random Coating (Externally) (approx. 11.5 m to 12.5 m)

Meter 9750


Meter 800


Meter 800


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Note:i) This item shall be applicable for the underground steel grid main pipeline & branch pipeline including tap-off for distribution pipelines, valves, barred

tees, insulating joints, bends (R=3D), flanges & fittings, accessories etc. , tie-in of valve assembly including radiography of tie-in joints as per SchematicLayout Drawings of respective sections, Technical Specification and aboveground approach pipeline upto Insulating Joint (including installation ofaboveground / underground insulating joint) for various stations.

ii) Supply of all valves, flanges, fittings, assorted pipes, barred tees & insulating Joints, etc. shall be paid by separate item mentioned elsewhere in SOR.

iii) In above item, backfilling of pipeline trench by borrowed select soil duly approved by Owner / EIC shall be paid by separate item mentioned elsewhere inthe SOR.

iv) Contractor shall not perform any pipeline activities along Pipe alignment without specified barricading as per Std. Drg. and other safety measures.

v) The lengths of pipelines are tentative. All items required to complete the laying and commissioning except the Items covered separately in this SOR areincluded under the scope of this item

vi) Cutting of Hard Rock shall be paid on CUM basis as per separate SOR.

1.2 Same as item 1.1 above but with built up sections (different type of pavement / footpath / roads etc.) on the top surfaceInstallation of Coated Line Pipes as per following details:Specified dia Thk (mm) Material Coating Type Length of each pipe(mm) NB


Meter 4850


Meter 400


Meter 400

1.3 PIPELINE LAYING / INSTALLATION OF MDPE PIPES IN TRENCH ADJUNCT TO STEEL PIPE LINE TRENCHTrenching to all depths by excavation in all types of soils except built up sections on top as different type of pavement / footpath / roads etc. Storingexcavated soil, reusable materials at designated area as directed by Engineer in charge and to a width ( steel pipe line to MDPE clearance shall beminimum 150 mm) to accommodate the pipeline , MDPE Pipe (125 mm, SDR 11, PE 100 Pipe) as per the relevant standard/ specification etc. [Theminimum depth of the top of pipeline shall be 1.0m measured from top of pipeline to the top of undisturbed surface of the soil or as per SCC/ relevantcode, whichever is higher]. Dewater of trenches if required as per site condition. Laying of steel pipe line will be paid separately as per SOR item no.1.1/1.2

Loading, storing, unloading and laying of PE100, SDR11 line pipes of size 125 mm in steel pipe line trench including ,proper stacking,identification,and supply of accessories of all sizes & thickness like PE Bends, Couplers, Endcaps, Tee, Reducer, CS to PE Fittings, Saddle Tapping, GIsleeves etc.. Handling, Stringing/ uncoiling,aligning of the PE line pipe on the pipeline Right-of-Use/route , laying/ installation of PE line pipe alongwithrequired accessories as mentioned above as per specification wherever required depending on site condition including execution of all works;additional lands required for contractor's storage , fabrication, access for construction;procurement and supply of all materials ,consumables,equipments, labour and other inputs. In case of free issue items,the scope also includes, receiving and loading from BGL designated store,transportation, unloading and stacking of free issue items at Contractor's store

Carrying out all temporary, ancillary, auxiliary works required to make the PE pipeline ready for commissioning including cleaning, flushing and removingthe ingress of water / moisture etc., as per drawings. Specifications, scope of work indicated in PJS and other provisions of Contract document and instructions of Engineer-in-charge, including but notlimited to carrying out the following works:Carrying out preliminary activities such as preperation of drawings wherever required for crossing etc.


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Preparation and getting approval of schedules, execution procedures, drawings/ sketches/ wherever required, making trial pits to determine theunderground utilities/ services etc., restoration of the abandoned trial pits to original condition.Uncoiling/ stringing & aligning of PE pipes, clamping, jointing of the pipe ends/ fittings/ valves by qualified personnel using approved electro-fusiontechniques as per specification.Installation / lowering the pipeline in trench to required depth as per PJS, Technical Specification & drawings. Electro-fusion jointing of valves wherever required and as directed by Engineer-in-charge.Pneumatic testing, purging with nitrogen and commissioning as per specification and approved procedures providing all tools and tackles, nitrogen,instruments, manpower and other related accessories and as per the instructions of the Engineer-in-charge.Supply and installation of bricks (class 50 ) of 230 mm width over MDPE pipes for the entire lengthSupply & Installation of warning mat (250 mm width and 0.5 mm thick ) on the entire length of the pipeline as per specification.Any other activities not mentioned/ covered explicitly above, but otherwise required for satisfactory completion/ operation/ safety/ statutory/ maintenanceof the works shall also be covered under the scope of work and has to be completed by the Contractor within specified schedule at no extra cost to BGL.All the work shall be executed in accordance with the provision of contract.

1.3.1 PE 100 (Size 125 mm) Pipe Meter 11150

Note: The Quoted rate shall be of laying of MDPE pipeline laying adjunct to steel pipe line trench . Steel pipe line laying will be paid separately under SOR item no.1.1. CS main pipes & MDPE pipes are free issue materials to the contractor. Any stand-alone trenching required to detour PE pipeline laying due to space constraint shall be in the scope of contractor without any extra cost to BGL.

1.4 Same as item 1.3 above but with built up sections (different type of pavement / footpath / roads etc.) on the top surface:1.4.1 PE 100 (Size 125 mm) Pipe Meter 5450

1.5 Cutting/ breaking of hard rock found in trenches using mechanical means such as rock breakers / excavators (blasting prohibited) etc.Scope also includes disposal of rocky earth after breaking to designated disposal areas as per local authorities/BGL. (wherever hard rock ofsingle piece exceeding 1.0 m in length along the trench direction as per the decision & direction of EIC) CUM 1400

1.6 Same as item 1.3 above but by moling in all kind of soil (without casing) for PE pipe sizes (if needed in crossings). The contractor Scope alsoincludes restoration of pits. Warning mat is not required to be laid in above pipe line.

1.6.1 125 mm PE 100 pipe Meters 200

1.7 Same as item no 1.3 above but by moling in all kinds of soil (with casing pipe) for PE pipe sizes (if needed in crossings). The items alsoincludes supply of HDPE casing pipe of PE 100 PN 6 as per specifications. The contractor scope also includes restoration of pits. Warningmat is not required to be laid above the pipe line laid by molling / HDD etc.

1.7.1 125 mm PE 100 pipe (in 250 mm dia. HDPE Casing Pipe ) Meters 200

1.8 PE Pipe Laying using Horizontal Directional Drilling (HDD) Technique:Laying of PE pipe , including supply of Couplers, as required to complete the job. Survey of U/G utilities, survey with requisite equipment / manpower,submission of profile drawings and design for approval, execution of the work as per standard procedure attached with proper capacity machineincluding excavation of pits and subsequent backfilling, compaction, jointing and insertion of PE pipe, testing & commissioning, restoration of the pits toto original condition, submission of As-Built Graph as per specifications and the instruction of Engineer-in-charge. If any additional temporaray space isrequired for poistioning of equipment for HDD adjacent to pipeline route, same needs to be arranged by the contractor. Item also inlcudes liasioning withall local authorities, permission if any required, shall be obtained by the contractor. In case of HDD with casing, supply of HDPE pipe of PE 100 PN 6shall also included in the scope. Warning mat is not required to be laid above the pipe line.

i) HDD Without casing Pipe1.8.1 125 mm PE 100 pipe Meters 300

ii) HDD With casing Pipe1.8.2 125 mm PE 100 pipe (in 250 mm dia. HDPE Casing Pipe ) Meters 200


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ML-2 Restoration of asphalted roads / concrete roads / pavements / foot paths, wherever instructed by EIC .Job includes getting NOC from theconcerned authorities.

a) Asphalt road : Restoration of bitumen Asphalt road after laying of Pipe line as per the drawing, specifications and instruction of Engineer-In-Charge.Restoration of roads shall be done to fullest satisfaction of EIC and / or concerned Owners having jurisdiction. Meter 5000

b) Restroration of the all kind of pathway by using excavated material such as tiles/pavers/granite/red stone etc by providing PCC 1:4:8 of 75mm thicknessbelow or as per construction found and making it as original . Item includes providing of extra material if required due to breakage during excavationwork such as Tiles/Paver/Granite etc matching to original pathways.

Meter 1000

c) Cement Concrete road/ Cement Concrete pavement: Restroration of concrete road and pavements shall be done by providing concrete of 1:2:4(volumetric mix) of 100 mm thickness over 150 mm stone soling / WBM or Wet Mix Macadam Meter 800

ML-3 BORROWED SELECT SOIL FOR BACKFILLINGAdditional work over and above item 1.5 for supply of specified and approved quality of borrowed foreign soft graded soil / sand in place of availableexcavated material and / or other suitable soil as per applicable standards / specifications, including backfilling of excavated trench for specified lengthafter laying and padding of pipeline, including transportation of such special backfill material over all distances, complete. (Also to be used in open cutroad crossing if required as per decision of EIC)

CUM 2000

ML-4 Steel Pipeline CROSSINGS BY HDDComplete work of the road /Nala crossing (between the limits are defined as in approved drawings) by HDD method including "Receiving and takingover" owner supplied three layer PE coated line pipes from Owner's designated place to issue/ dump site(s) and transportation to Contractor's stockyard/ work shop/ work site including all handling loading, unloading, aligning etc., manpower, equipment, other resources and aquiring the required landfor storage, fabrication inclduing string preparation of pipes(carrier), welding, welding repair, radiography, coating of field joints with special type HeatShrink Sleeve ( DIREX SLEEVE)and repair of pipeline coating with special repair patch materials as per specification, pre-testing etc. of complete stringmade for crossing access for Contractor etc. and execution of, but not limited to, following works in accordance with specifications and instruction ofEngineer-in-charge and as per all provision of Contract Document.Pre-construction survey based on site visit, collection of data (if required) from concerned Authority including design and detail engineering and makingof crossing drawings for getting their approval from concerned Authority/ & Engineer-in-charge, getting work permit/ NOC for road/ Nala crossing as wellas utility crossings (if any) encountered during road/ Nala crossing prior to start the execution of work.Directional drilling to required depth from top of road/ Nala Bed including maintenance of drill hole in all types of strata including rocky terrain at all depthto accommodate the pipeline at all conditions encountered during road/ Nala crossing by approved HDD methods for providing minimum cover specifiedin code/ specification or the actual depth as decided by concerned authority, whichever is more.Backfilling of the ditch/ trench including restoration and cleanup of area and all other works including pigging, cleaning, final hydrotesting etc. alongwithmainline works (as mentioned in item no. 1.0 above) required as per specification, approved drawings, calculations, methods and to the satisfaction ofEngineer-in-charge and/or as directed by concerned Authority.

4.1 ROAD/Nala CROSSINGS by HDD: in all type of soil4.1.1

For carrier pipeline of 3LPE Coated Carbon Steel Pipeline with Line pipe detail 12" NB, 6.4 mm thk API 5LX52.Meter 450

4.1.2For carrier pipeline of 3LPE Coated Carbon Steel Pipeline with Line pipe detail 6" NB, 6.4 mm thk API 5LX52

Meter 100

4.1.3For carrier pipeline of 3LPE Coated Carbon Steel Pipeline with Line pipe detail 4" NB, 6.4 mm thk API 5LX52

Meter 100


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ML-5 CASED CROSSING:Complete work of the road (National Highway, State Highway, MDR) or Rail crossing (between the limits as defined in approved drawings) includinghandling, loading, transportation, unloading to Contractor's own stock yard/ work site.Pre-construction survey and making of crossing drawing based on site visit and getting their approval from concerned Authority/ & Engineer-in-chargeprior to start the execution of work. Supply and Installation of casing pipe by jacking/ boring/or as described below for rail crossings in all type of soil strata including soft / hard rock andopen cut for adjacent service road, canal, minor nature of water channel, utility line crossing etc. (if any) wherever required for all depth in all type ofsoils and terrrain for carrier pipe insertion. All other Contractor supplied materials like casing insulators, Zinc Ribbon Anodes and casing end seals asper enclosed specification/ drawings materials for casing vents and drain assembly etc. including supply of all other materials, equipments,consumables, manpower, welding including visual inspection of all weld joints.The casing pipes shall conform to material API 5L Gr. B / IS : 3589 or equivalent ERW Pipe duly Corrosion coated of High build epoxy of minimum 450microns thickness

Preparation of required length of carrier pipeline welded string including all other works as mentioned in item no. 1.0 above and as per specification/drawings. Insertion of carrier pipe in casing pipe after above ground pretesting at specified test pressure including installation of casing insulators andZn ribbon anode as per approved design calculation, specification/ drawings. Insatllation of vent and drain assembly, fixing of end seals, backfilling andrestoration as original of the facilities crossed and performing all other works including pigging, cleaning, final hydrotesting etc. alongwith mainline works(as mentioned in item no. 1.0 above) and as per specification, approved procedure, drawing etc. and instruction of Engineer-in-charge and provision ofcontract document, getting NOC from all concerned Authority of the facilities crossed. Details of Crossings

5.1.1 SanathNagar - Moula Ali Bye Pass Section (Approx. Chainage 0.67 KM from Narsapur X roads along proposed route)

a) By Jacking/ Boring of Casing Pipe - 609.4mm OD, 9.5 mm wall thk. (for 12" NB carrier pipeline including another 4" carrier pipe wherever required)M 30

5.1.2 Secunderabad -Wadi section (Approx. Chainage 1.7 KM from Narsapur X roads along propased route)

a) By Jacking/ Boring of Casing Pipe - 609.4mm OD, 9.5 mm wall thk. (for 12" NB carrier pipeline including another 4" carrier pipe wherever required) M 20

5.1.3 Other unspecified cased crossings in all type of Soil excluding HARD ROCK AREA

a) By Jacking/ Boring of Casing Pipe - 406.4mm OD, 9.5 mm wall thk. (for 12" NB pipeline) M 70

b) By Jacking/ Boring of Casing Pipe - 273.0mm OD, 7.83 mm wall thk. (for 6" NB pipeline) M 120

5.1.4 Other unspecified cased crossings in HARD ROCK AREA

a) By Jacking/ Boring of Casing Pipe - 406.4mm OD, 9.5 mm wall thk. (for 12" NB pipeline) M 70

b) By Jacking/ Boring of Casing Pipe - 273.0mm OD, 7.83 mm wall thk. (for 6" NB pipeline) M 120


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5.1.5 Other unspecified Cased crossings by Open cut method in all type of Soil excluding HARD ROCK AREA

a) By Open Cut of Casing Pipe - 609.40mm OD, 9.5 mm wall thk. (for 12" NB carrier pipeline including another 4" carrier pipe wherever required) M 40b) By Open Cut of Casing Pipe - 406.40mm OD, 9.5 mm wall thk. (for 12" NB pipeline) M 50

5.1.6 Other unspecified Cased crossing by Open cut method in HARD ROCK AREA

a) By Open Cut of Casing Pipe - 609.40mm OD, 9.5 mm wall thk. (for 12" NB carrier pipeline including another 4" carrier pipe wherever required) M 40b) By Open Cut of Casing Pipe - 406.40mm OD, 9.5 mm wall thk. (for 12" NB pipeline) M 50

Note: (i) Actual length & cover from top of casing pipe string may vary depending upon site conditions, approved drawings, specification etc. and / or asdecided by concerned Authority / Engineer-in-charge.(ii) Payment for supply & installation of Zinc ribbon anode and its design excluded from above item and covered elsewhere in the SOR. (iii) Payment for the length carrier pipeline string inserted in casing pipe laid by Boring are covered separately and shall be paid under other itemsmentioned elesewhere in the SOR.(iv) Width of above crossings indicated are tentative. The width indicated in SOR item 5.1.3 to 5.1.6 are not for any single crossings. This shall be as perrequirement at site for crossings at different locations.

ML-6 REPAIR OF DEFECT IN PIPES (NOT ATTRIBUTED TO CONTRACTOR)Repair of defects on Owner supplied linepipes of all grades and wall thickness as specified in following items, noted and recorded at the time of"receiving and taking over" by Contractor in the presence of Engineer-in-charge.

6.1 Cutting and rebevelling for dents in bevels exceeding 3 mm in depth for pipe sizes:

Specified NB, mm 6.1.1 12" Nos. 206.1.2 6" Nos. 56.1.3 4" Nos. 5

6.2 Jack out of dents in bevels ranging between 1 mm and 3 mm in depth for pipe sizes:Specified NB, mm

6.2.1 12" Nos. 206.2.2 6" Nos. 56.2.3 4" Nos. 5

ML-7 REPAIR OF COATING DEFECTS (NOT ATTRIBUTED TO CONTRACTOR)7.1 Repair of Holiday in Coating (Noted and recorded at the time of "receiving and taking over")

Supply of all coating repair materials as per requirements of specification to be compatible with line pipe coating material, supply of all consumables,utilities, equipments and all manpower required, pipe cleaning and surface preparation, repairing of coating defects (resulting in holiday) and testingincluding all handling, transportation, etc. for line pipes, performing all works necessary for the completion of the works stirctly in accordance withrelevant specification and instructions of Engineer-In-Charge. This rate shall be applicable per sq. cm of the exposed steel area exposed steel area.

Sq. cm 200


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ML-8 PERMANENT MARKERS

Supply, fabrication and installation of all types of permanent markers along the route including all associated civil works such as excavation in all typesof soil, construction in all types of soil, construction of pedestals and grouting with concrete, clearing, supply and application of approved colour andquality of primer and paint, stencil letter cutting for numbers, direction, change etc., restoration of area to original condition and performing all works asper drawing, specification and instruction of engineer-in-charge.

8.1 Pipeline RCC boundary / route marker as per drawing Nos. 370

8.2 Pipeline warning markers with post & foundations Nos. 110

8.3 Pipeline warning plate markers without post & foundations Nos. 25

8.4 Pipeline direction marker with post & foundations Nos. 40

8.5 Pipeline KM with post & foundations Nos. 20

ML-9 LEAK / BURST (ATTRIBUTABLE TO OWNER)All works for locating leak / burst in Company's supplied material only (occurred during hydro-static testing) including necessary repairing/replacingdefective pipe lengths including cutting and out and removing the defective pipe, pre-testing and welding of replacement pipe, NDT of welds, repair andretesting of defective welds, coating/painting of replacement pipe, pretesting the replacement pipe into mainline/branch line, coating/painting of weldingjoints, cleanup, retesting including cost of all labour materials, consumables and performing all works in accordance with the provisions of the Contractdocument and as directed by Owner /Engineer-in-charge/ Engineer in-charge

9.1 For 12" NB Line KM 49.2 For 6" NB Line KM 0.59.3 For 4" NB Line KM 0.5

Note:i) This rate is applicable for manufacturing defects in Owner supplied material only.ii) Leak detection, its rectification and successfully re-hydrotesting shall be carried out as per approved procedure by Contractor with a view that

completion of all activity for successful hydrotesting is not inordinalely extended which will hamper the overall project schedule.

ML-10 PRE-COMMISSIONING AND ASSISTANCE IN COMMISSIONING OF PIPELINE SYSTEM Swabbing, drying, purging with nitrogen of the complete pipeline network and the associated facilities being installed to the specified acceptance criteria,carrying out pre-commissioning works, providing assistance during the complete duration of commissioning operations for entire pipeline network systemincluding supply of all equipment, man-power, consumables (including pigs & nitrogen required for purging with maintaining nitrogen column of mininum10% of pipeline geometric volume) materials for all temporary works and performing all associated works, complete as per the relevant specifications,other provisions of Contract document and instructions of Engineer-in-charge.

10.1 For 12" NB Line Meter 1460010.2 For 6" NB Line Meter 120010.3 For 4" NB Line Meter 1200


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ML-11 IDLE TIME PRESERVATION OF PIPELINE Preservation of complete pipeline and associated facilities forming part of the pipeline as per Bid document and its maintenance including supply of allconsumables, all equipment, man-power, etc. complete as per the requirements of specifications, other provisions of Contract document andinstructions of Engineer-in-charge. Note : Owner reserves the right to exercise either or none of the rates below.

11.1 By filling and pressurizing with nitrogen to a pressure of 2 bar(g) for a period of one month.

i) For 12" NB Pipeline Meter 14600ii) For 6" NB Pipeline Meter 1200iii) For 4" NB Pipeline Meter 1200

11.2 For every additional period of one month or proportionately

i) For 12" NB Pipeline Meter 14600ii) For 6" NB Pipeline Meter 1200iii) For 4" NB Pipeline Meter 1200

ML-12 LONG RADIUS BENDS

12.1 Supply of Long Radius Bends (R = 3D) for 12" dia.pipe, (thk. 6.4 mm) as per specification enclosed in Tender Document. (Installation of bends isincluded in the pipeline laying and measured along with the pipeline)

12.1.1 22.5 ° and lower MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 14

12.1.2 23 °- 45°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 8

12.1.3 46° - 60°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 412.1.4 61° - 90°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 18

12.2 Supply of Long Radius Bends (R = 3D) for 6" dia.pipe, (thk. 6.4 mm) as per specification enclosed in Tender Document. (Installation of bends is included in the pipeline laying and measured along with the pipeline)

12.2.1 22.5 ° and lower MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 512.2.2 23 °- 45°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 512.2.3 46° - 60°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 212.2.4 61° - 90°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 2


Page 10 of 11

1 MAINLINE WORKS





except Service Tax

12.3 Supply of Long Radius Bends (R = 3D) for 4" dia.pipe, (thk. 6.4 mm) as per specification enclosed in Tender Document. (Installation of bends is included in the pipeline laying and measured along with the pipeline)

12.3.1 22.5 ° and lower MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 512.3.2 23 °- 45°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 512.3.3 46° - 60°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 212.3.4 61° - 90°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 2

Note : The quantities of LR Bends may vary. For final quantity, approval from EIC shall be taken before order.

ML-13 VALVE ERECTIONHandling including lifting and transportation from COMPANY's warehouse to CONTRACTOR'S Stores and/or work site and installation of all types ofvalves, including assembly of valve accessories, (if any) by bolting, threading or welding, supply and insertion of gaskets, nuts & bolts, nipples, etc. atall elevations of pipe sleepers, supports or overhead on racks, equipments nozzle, skid & painting etc. supply of all consumables, manpower, equipment,etc. for completion of all works as per scope of work and as per drawings, specifications and instructions of Engineer-in-charge including servicing/cleaning of valve wherever requried.

13.1 Erection of all types of valves in valve pits on underground pipe lines a) 12" NB Nos. 11b) 6" 44c) 4" 5

Note: Supply and erection of 2" pipeline and valve with necessary flange for pressure balance across the 12" valve shall be included in the erectionprice of 12" valve. No separate measurement taken for these.


Page 11 of 11

1 MAINLINE WORKS





except Service Tax

ML-14 SUPPLY & ERECTION OF OF FITTINGS AND FLANGES in valve pit

Complete work of supply of fittings and flanges including all taxes, duties, transportation and inspection charges but not limited to, the following items inaccordance with relevant specifications indicated in clause of SCC & scope of work indicated in SCC, drawings, specification and instructions ofEngineer-in-charge and as per all provisions of the CONTRACT DOCUMENT.Handling including lifting, transportation from Contractor Stores to CONTRACTOR's workshop for fabrication and/ or to work site for field fabrication anderection for all piping items supplied by Contractor.TEE

14.1 Equal Tee (A234, Gr. WPB (Charpy), B-16.9, 1.5D), BW14.1.1 12" - Barred TEE Nos. 314.1.2 6" Nos. 22

14.2 Unequal Tee (A234, Gr. WPB (Charpy), B-16.9, 1.5D), BW14.2.1 12" x 6" - Barred Tee Nos. 2214.2.3 6" x 2" Nos. 22

FLANGES14.3 Weld Neck (B-16.5, A105(Charpy), 125 AARH, RF)

(End Thickness to match pipe thickness)14.3.1 12" Nos. 414.3.2 6" Nos. 22

14.4 Blind Flanges (B-16.5, A105 (Charpy), 125 AARH, RF)14.4.1 12" Nos. 414.4.2 6" Nos. 22

14.5 Weldolet14.5.1 12" x 4" Nos. 5

ML-15 Construction of Valve pits for Steel LineConstruction of Value Pits for Steel line as per the enclosed drawing and specification. The item includes supply of all the material including Pre-castRCC cover, shuttering,reinforcement,labour,curing etc as per the drgs ,specification and instruction of EIC.

15.1 As per drawing with horizontal tap-off from main line Nos. 715.2 As per drawing with Vertical tap-off from main line Nos 4

ML-16 Supply and installation of PE Isolation Valves Supply of isolation valves (as per data sheet) and installtion of valves in the valve pits as per typical drawing and specification enclosed and instructionsof Engineer-in-charge. Payment of valve pits shall be paid separately as per SOR item No: 16

16.1 PE Valve 125mm dia Nos. 18

ML-17 Construction of Valve pits for MDPE lineConstruction of Value Pits as per the enclosed drawing and specification. The item includes supply of all the material including Pre-cast RCC cover,shuttering,reinforcement,labour,curing etc as per the drgs ,specification and instruction of EIC.

17.1 Type-1 having Internal size of Minimum 1200x1200mm (for 125 mm) Nos. 18

Total Amount (inclusive of all applicable taxes & duties except Service Tax)


Page 1 of 3

2-(I) CATHODIC PROTECTION WORKS (PART-A)

Sl.No.

Description of Item

Unit QuantityUnit Rate inclusive of all applicable taxes & duties

except Service Tax

Total Amount inclusive of all applicable taxes &


Figures (4) x (5)

(1) (2) (3) (4) (6)TCP-1 TEMPORARY CATHODIC PROTECTION SYSTEM

1.1 Survey, Design, detail engineering of the temporary Cathodic protection system using Mg (Min 3.0 Kg Each)/ Zn galvanic anodes to protect theexternal surface of 12”, 6", 4" dia , 3LPE Coated pipeline in the Geographical Area (GA) of Hyderabad against corrosion for a design life ofminimum 2 year as per standard specification enclosed with the tender for temporary cathodic protection system, approved design document,data sheets & drawings. Scope shall also include but not limited to the following for completion of jobs:

a) Measurement of soil resistivity along the right of way of the main pipeline & take atleast one soil sample for one pipeline section for its chemical& microbial analysis along the pipeline route as per specification for corrosion survey MEC/TS/05/21/016C.

b) Collection of additional data related to cathodic protection along the right of way of pipeline as per standard specifications. c) Design, Detailed Engineering, Preparation of Design Document, Preparation of Test station schedule & Bill of Material as per the corrosion

survey & Chemical analysis of Soil / Water samples for Temporary Cathodic Protection system.

i) 12" Pipeline section from IJ to IJ with varying length and for requisite No. of sections

km 14.60

ii) 6" Pipeline section from IJ to IJ with varying length and for requisite No. of sections

km 1.20

iii) 4" Pipeline section from IJ to IJ with varying length and for requisite No. of sections

km 1.20

Note: Design shall be carried out from Insulation Joint to Insulation Joint. Each stretch of length will be vary from location to location

(5)


Page 2 of 3


Sl.No.

Description of Item


except Service Tax



Figures (4) x (5)

(1) (2) (3) (4) (6)(5)1.2 Manufacturing, Inspection/FAT (Factory acceptance test), supply, Packing, transportation to site, storage, installation, testing & commissioning of

the temporary Cathodic protection system using Mg (Min 3.0 Kg Each)/ Zn galvanic anodes to protect the external surface of 12”, 6", 4" dia , 3LPE Coated pipeline in the Geographical Area (GA) of Hyderabad against corrosion for a design life of minimum 2 year as per standardspecification enclosed with the tender for temporary cathodic protection system, approved design document, data sheets & drawings. Scopeshall also include but not limited to the following for completion of jobs:

a) Supply, installation, testing & commissioning of Mg/ Zn Galvanic anodes including carrying out Thermit welding on main pipeline, suppy of clits,cables to conenct to anodes as per the standard specification- MEC/TS/05/E9/016A. The weight of the Mg Anode & the total nos. of anodes shallbe calculated as per the result of corrosion survey, soil chemical analysis, total weight and current requirement of the pipeline section. However,Min one anode is to be installed at every one KM with test station. The scope of work includes the the following:and also to be carried out as poerapproved design including supply of all item

b) Supply, Installation, Testing & commissioning of Test stations (Big Size & Normal Size) weather proof (IP-55) as per specification & encloseddrawings.

c) Supply, installation, testing & commissioning of one set of spark gap arrestor 100 kA (Solid State) across each insulating joint provided at tap-off,SV & various consumer terminals as per scope of work / specification. The un-protected/above ground pipeline shall be earthed through GI earthelectrodes with separate earth pit. The resistance of grounding shall be limited to 5 ohms max.

d) Supply, installation, testing & commissioning one set of polarization cell (Solid State) with zinc anode at all high tension electrical powertransmission line/equipments /railway tractions (all 66 KV & above) crossing or running parallel to the pipeline for grounding purpose as perspecification. The rating shall depend upon anticipated fault current & ground bed resistance at the location of installation. However, the rating ofpolarisation cell (solid state) shall not be less than 3.7 KA @ 30 cycle & number of 20 kg net weight zinc anode shall not be less than two.Theresistance to earth of grounding shall be limited to 5 ohms max.

e) Supply & installation of Zinc Ribbon Anodes at 4-8 O’clock position in the interval of 2 meter (max.) on carrier pipes where casing pipe is coatedand no addtional protection for carrier pipe where casing is bare which also includes Zn bentonite filling b/w carrier & casing cased crossings i.e.roads etc as per specification & Scope of work.

f) Bonding in between pipelines running parallel or crossing as required.

g) Supply, Laying of HDPE/PVC sheets between the GAIL GAS pipeline and the other CP protected foreign pipelines at the crossing locations forproviding electrical isolation.

h) Earthing of above ground catholically unprotected pipeline at , SV, R/T & D/T etc, as applicable the earth electrode shall be 65 mm dia, 4.5 mmthickness & 3000mm long.


Page 3 of 3


Sl.No.

Description of Item


except Service Tax



Figures (4) x (5)

(1) (2) (3) (4) (6)(5)i) Supply, installation, testing & commissioning of Electrical resistance Probes (1 No. with 1 no. of ER probe reading Instrument)(if applicable)

utilizing the electrical resistance technique shall be provided along the pipeline at marshy areas and at vulnerable locations to monitor theexternal corrosion activity on the pipeline. Location of external ER probe shall be decided during detail engineering.

j) Supply, installation, testing & commissioning of Polarisation coupons (2 Nos.) (if applicable) have one side exposed area of 100 mm x 100 mmwith 2 nos. of spare coupons shall be provided along the pipeline at marshy areas and at vulnerable locations to monitor the external corrosionactivity on the pipeline as per enclosed standard specification. Location of external Polarisation coupons shall be decided during detailengineering. Magnetic devices for operation of magnetic switch shall be provided.

k) Supplying,laying ,testing of 35 ,25,10 ,6 sq.mm, 600/1100 V grade copper cables XLP insulated /PVC sheath of including excavation in soil orrock of minimum 1.2m depth below GL,

l) Making cable to pipe jointing by thermit welding/Pin brazing (for charged pipeline) for 35 ,25,10 ,6 sq.mm copper cable including excavation andexposing piping , recoating with epoxy, testing etc.

m) Monitoring of the TCP system till commissioning of PCP system & handing over of the pipeline system to BGL.n) All civil/ structural works related to TCP system including supply of bricks, cement & steel etc. required for completion of the system.

i) 12" Pipeline section from IJ to IJ with varying length and for requisite No. of sections

km 14.60

ii) 6" Pipeline section from IJ to IJ with varying length and for requisite No. of sections

km 1.20

iii) 4" Pipeline section from IJ to IJ with varying length and for requisite No. of sections

km 1.20



Page 1 of 7

3-(I)Sl.No.

Description of Item

Unit Size Rating/ Thk.

Unit Rate inclusive of all applicable taxes & duties except Service

Tax


except Service Tax

Sch. Figures (6) x (7)(1) (2) (3) (4) (5) (6) (7) (8)

PP-1 PIPING ( ABOVEGROUND)

Transportation including loading, unloading & handling of all pipingitems ( 12", 6", 4'' NB pipes & valves are free issue itmes) from Owner'sand/ or Contractor's storage point to work site/ workshop as applicable,complete work of fabrication, erection, painting, testing of pipes, flangesand fittings, insulation joints and making ready for furtherCommissioning / Start-up of carbon steel piping of all sizes and ratingsincluding supply of all consumables, equipment, manpower and otherresources and execution of, but not limited to, the following works inaccordance with relevant specifications & scope of work, drawings,specification and instructions of Engineer-in-charge and as per allprovisions of the CONTRACT DOCUMENT.Note : Valve erection shall be paid through separate SOR

- Fabrication including cutting, edge preparation, inclusive of grinding theedges of pipes, fittings, flanges etc. to match with the matching edges ofuneven/different thickness wherever required, welding, attachment of allpipe fittings like elbows, tees, reducers. Supply of nipples,couplings,caps, plugs, gasket, stud bolts, nuts, U Clamps etc. asrequired for completion of job.Checking, cleaning, aligning, bending, cutting and bevelling (asrequired) of pipes for welding and field adjustments including pipefittings, welding, carrying out non-destructive testing of welds asrequired including 100% radiography by Gamma-ray and providing allrequisite equipment, labour, supervision, materials, films, consumables,all facilities and personnel to process, develop, examine and interpretradiographs and other tests as required, carrying out repairs of weldjoints found defective by Engineer-in-Charge, carrying out re-radiography / x ray and other tests as required on repaired joints.

- Fixing/ Installation of weldolets, sockolets, flanges, vent and drain pointconnection etc., including providing stub-in connections, fabricatedfittings and reinforcement pads etc., as required.

PIPING & MECHANICAL WORKS (PART-A)

Quantity


Page 2 of 7

3-(I)Sl.No.

Description of Item



Tax


except Service Tax

Sch. Figures (6) x (7)(1) (2) (3) (4) (5) (6) (7) (8)


Quantity

- Erection including prior cleaning, lifting, placing on pipe sleepers andsupports, overhead on racks, skids and at all elevations includinginstallation and carrying out connected activities for all types of valvesincluding supply and fixing of gaskets, studs/ bolts, nuts whereverrequired for all sizes, levelling, aligning, joining of flanges, blind flanges,connecting with equipment, nozzles, strainers, tie-in with existingpiping/facilities, etc. tapping for inline instruments like pressure gauges,thermowells, sample connection, etc.

- Preparation of final bill of material based on piping GADs.- Preparation of isometric and fabrication drawings.- Carrying out Non-destructive testing as required except items mentioned

in sl. no. 5 of SOR.- Surface preparation before application of primer by means of sand

blasting including supply of approved quality of dry abrasive, manpower,machineries, tools & tackles to achieve required roughness as perspecification and as per instruction of Engineer-in-charge.

- Painting of entire system (including aboveground all pipes fittings,flanges and accessories) as per specification MEC/S/05/21/07 includingsupply of approved paints and primers, application of primer and paints,indentification lettering/ numbering, colour coding, etc. as specifiedincluding rub down & touch up of shop primer or scrapping of shopprimer wherever required by COMPANY and providing scafolding for allheights etc.

- Cleaning and flushing by water/ compressed air, testing of the systemsincluding hydrostatic, pneumatic and any other type of testing asspecified, draining, drying by compressed air/other methods approvedby COMPANY.

- Precommissioning & making operational all piping system andequipments and provide all necessary assistance in term of supply ofman-power, equipment, tools and tackles required amount of nitrogenfor purging of entire terminal piping system including equipments etc. tothe company during commissioning activities.


Page 3 of 7

3-(I)Sl.No.

Description of Item



Tax


except Service Tax

Sch. Figures (6) x (7)(1) (2) (3) (4) (5) (6) (7) (8)


Quantity

- Clean-up and restoration of site, preparation of as built drawings,documents and project records; transportation of surplus free issuematerial to Owner's designated plac(s); completing all works in allrespects as per the AFC drawing, specifications, standards and otherprovisions of Contract and instruction of Engineer-in-charge.

- Completion of all such work in all respects as per scope of work and asper drawings, specifications and instructions of the Engineer-In-Chargeand keeping the system ready in all respects for further commissioningand start up.

- Hook-up works including making provision for hooking up and carryingout shutdown activities at terminals if necessary.

1.1 Complete Carbon Steel Piping Work with painting including all fittings,flanges and supply of all required gaskets, studs bolts & nuts etc. asdescribed under item 1.0 above

1.1.1 Pipes of different grades and thickness m 12" NB 501.1.2 m 6"NB 1201.1.3 m 4" NB 180

PP-2 SUPPLY & ERECTION OF OF ASSORTED PIPE, FITTINGS ANDFLANGES AND INSULATION JOINTSComplete work of supply of pipes, fittings and flanges , insulation jointsincluding all taxes, duties, transportation and inspection charges but notlimited to, the following items in accordance with relevant specificationsindicated in clause of SCC & scope of work indicated in SCC, drawings,specification and instructions of Engineer-in-charge and as per allprovisions of the CONTRACT DOCUMENT.

- Handling including lifting, transportation from Contractor Stores toCONTRACTOR's workshop for fabrication and/ or to work site for fieldfabrication and erection for all piping items supplied by Contractor.


Page 4 of 7

3-(I)Sl.No.

Description of Item



Tax


except Service Tax

Sch. Figures (6) x (7)(1) (2) (3) (4) (5) (6) (7) (8)


Quantity

2.1 CARBON STEEL PIPES 2.1.1 CS pipe Sch.80 API 5L, Gr. B, PSL-2, Seamless, BE / ASTM A106, Gr.

B (Charpy), Seamless, BE m 2" NB S80 50

2.1.2 m 1½" NB S80 102.1.3 m 1½" NB XS 102.1.4 m 1" NB S80 102.1.5 m 1" NB XS 102.1.6 m ¾" NB S160 102.1.7 m ½" NB S160 102.2 FLANGES

Weld Neck (B-16.5, A105(Charpy), 125 AARH, RF)2.2.1 (End Thickness to match pipe thickness) Nos. 6" 300# 112.2.2 Nos. 4" 300# 362.2.3 Nos. 2" 300# 102.2.4 Nos. 1½" NB S80 102.2.5 Socket Welded (B-16.5, A105, 125 AARH, SW end to B16.11) Nos. ¾" 300# 102.2.6 Blind Flanges (B-16.5, A105 (Charpy), 125 AARH, RF) Nos. 6" 300# 112.2.7 Nos. 4" 300# 52.2.8 Nos. 2" 300# 42.2.9 Nos. ¾" 300# 10

2.3 ELBOW2.3.1 90° Elbow (A234, Gr. WPB (Charpy), B-16.9, 1.5D), BW Nos. 12" 42.3.2 Nos. 6" S40 482.3.3 Nos. 4" 202.3.4 Nos. 2" XS 182.4 TEE

2.4.1 Equal Tee (A234, Gr. WPB (Charpy), B-16.9, 1.5D), BW Nos. 2" XS 92.4.2 Nos. 4" S40 62.4.3 6" 4

Unequal Tee (A234, Gr. WPB (Charpy), B-16.9, 1.5D), BW2.4.4 Nos. 4" x 2" S40 x XS 6


Page 5 of 7

3-(I)Sl.No.

Description of Item



Tax


except Service Tax

Sch. Figures (6) x (7)(1) (2) (3) (4) (5) (6) (7) (8)


Quantity

2.5 REDUCERConcentric Reducer (A234, Gr. WPB (Charpy), B-16.9)

2.5.1 Nos. 4" x 3" S40 42.5.2 Nos. 6" x 4" S40 42.5.3 Nos. 4" x 2" S40 42.5.4 Nos. 12" x 6" S40 22.5.5 Nos. 12" x 4" S40 2

2.6 SOCKOLET (A105, SW) 2.6.1 Nos. 4" x ¾" 3000# 82.6.2 Nos. 4" x 1" 3000# 8

2.7 WELDOLET (A105 (Charpy), BW)2.7.1 Nos. 6" x 2" 7.9 x XS 10

2.8 INSULATING JOINTS (As per Standard Specification and Data Sheetsenclosed)

2.8.1 Nos. 12 300# 12.8.2 Nos. 6" 300# 112.8.3 Nos. 4" 300# 5

Note:a) All butt welded fittings end shall generally match with connectingpipe wall thickness however in case of misalignment Contractor shallhave to do end preparation without any extra cost.B) All coupling, nipples etc. as required shall be supplied by contractorbut no separate payments shall be made as it is covered under erectionrate.


Page 6 of 7

3-(I)Sl.No.

Description of Item



Tax


except Service Tax

Sch. Figures (6) x (7)(1) (2) (3) (4) (5) (6) (7) (8)


Quantity

PP-3 SUPPLY OF VALVES & INSTALLATIONsupply and installation of valves including all taxes,duties,transportationand inspection charges in accordance with relevant Specifications &relevant Data Sheets indicated in scope of work indicated in SCC,drawings, specification and instructions of EIC and as perall provisionsof the CONTRACT DOCUMENT and Installation

3.1 Plug Valves 3.1.1 RF Nos. 2" 300# 183.1.2 BW Nos. 2" 300# 183.1.3 SW Nos. 1½ " 800# 43.1.4 SW Nos. 1" 800# 43.2 Ball Valves

3.2.2 RF, FB Nos. 2" 300# 83.2.4 BW, FB Nos. 2" 300# 83.2.5 SW, FB Nos. 1" 800# 83.2.6 SW, FB Nos. ¾" 800# 8PP-4 ERECTION OF VALVES

Handling including lifting and transportation from COMPANY'swarehouse to CONTRACTOR'S Stores and/or work site and installationof all types of valves including assembly of valve accessories, (if any) bybolting, threading or welding, supply and insertion of gaskets, nuts &bolts, nipples, etc. at all elevations of pipe sleepers, supports oroverhead on racks, equipments nozzle, skid & painting etc. supply of allconsumables, manpower, equipment, etc. for completion of all works asper scope of work and as per drawings, specifications and instructionsof Engineer-in-charge including servicing/ cleaning of valve whereverrequried. For 12", 6", & 4" NB valves are under free issue items.

4.1 Butt welded Valves (Full Bore/ Reduced Bore)

4.1.1 Ballvalves BW, FB Nos. 6" 300# 114.1.2 Ballvalves BW, FB Nos. 4" 300# 5


Page 7 of 7

3-(I)Sl.No.

Description of Item



Tax


except Service Tax

Sch. Figures (6) x (7)(1) (2) (3) (4) (5) (6) (7) (8)


Quantity

PP-5 Installation of MRS/DRS5.1 Handling, including lifting, transportation from Company's stores at

Hyderabad to Contractor's work-shop for fabrication or/ and to worksitefor field fabrication, assembly of parts/ sub-assemblies erection for allvessels, equipments, skid supplied by company above ground/underground at all elevation/ depth, fixing of foundation bolts weldingwherever required, alinging, grouting, hooking-up, cleaning and flushingby water draining, drying by compressed air providing all mountings,ancilliary, enabling works as required and completing in all respect asper drawings, specification and instruction of Engineer-in-charge.Contractor's scope shall include supply of all material and accessoriesincluding but not limited to any fixtures, clamps, gasket, nut bolts, finishcoat of painting including rub down & touch up of shop primer/ paintscrapping of shop primer/ paint and further their painting afterapplication of primer as per specification, wherever required byCompany.

5.1.1 MRS/DRS Nos. 8Note: 1) The quantities given above against individual items are indicative and

shall not be considered to be binding. The quantities may be increased,decreased or deleted at site at the time of actual execution.Procurement shall be done as per actual site condition, approvedconstruction drawings and as per instruction of Engineer-in-charge. Theunit rate shall be operated to work out the final payment to thecontractor.2) In each area, quantities given against individual item may be utilise/used for other consumer in same area.3) The rates quoted shall be applicable for all Terminals


CONSTRUCTION OF 8", 6'' LAYING AND CONSTRUCTION OF 12", 6", 4" NB U/G STEEL P/L NETWORK ASSOCIATED WORKS FOR CITY GAS DISTRIBUTION PROJECT IN HYDERABAD

3-(II)

Sl.No. Description of Item Unit Quantity

Unit Rate inclusive of all

applicable taxes & duties except Service

Tax

Total Amount inclusive of all

applicable taxes & duties except

Service Tax

CIV-1 SITE CLEARANCEa) DEMOLITION OF R.C.C./BRICKS/STONE MASONARY

Site clearance by demolition of R.C.C./Brickwork/Stone masonry/ Stone soling, Flexible pavements (including steel bars)etc.,alongwith removing the debris and disposal of unserviceable material to any lead and staking of serviceable materials, handing over serviceable material to concerned department if required as per technical specifications and direction of Engineer-in-charge.

M3 5

b) TREE CUTTINGTree cutting (only of girth more than 30 cm shall be counted for payments) including royalties, disposal, taking approval from competent authorities etc. all complete, as per technical specifications and direction of Engineer-in-charge.

Nos. 5

CIV-2 EARTH WORK IN EXCAVATION/ SITE GRADING AND BACKFILLING a) Earth work in excavation,site grading and backfilling in all kinds of soil including soft rock in any plan dimension up to

3.0M depth including disposal of excavated surplus and unserviceable earth up to any lead in all conditions. Soil to be leveled and neatly dressed complete in all respect as per scope of work, detailed construction drawings, as per technical specifications and directions of the Engineer-in-charge.

M3 650

CIV-3 EARTH WORK IN EXCAVATION/ SITE GRADING IN HARD ROCK a) Earth work in excavation in hard rock requiring blasting for all type and size of foundations in any plan dimension up to

required depth including disposal of excavated material up to any lead in all conditions, and disposal of surplus and unserviceable material. Surface to be leveled and neatly dressed complete in all respect as per scope of work, detailed construction drawings and directions of the Engineer-in-charge.

M3 275

CIV-4 EARTH WORK IN FILLINGa) Earth work in filling with good quality imported earth from approved source in the layers of 150 mm and compacted up

to 95% to its MDD up to 3 m depth and any plan dimension including all testing, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and dressing / filling up ground depressions etc. complete in all respect as per scope of work, detailed construction drawings , as per technical specifications and directions of the Engineer-in-charge.

M3 20

CIV-5 PLAIN CEMENT CONCRETEa) Supplying and laying plain cement concrete with stone aggregate 20mm down grade (including shuttering if required)

in all types of concrete works including levelling courses below foundations, columns, pedestals, pedestal bases, pipe supports,floors, chambers, cable trench, under floors and any other locations (which are not covered as part of composite items) , at all levels and locations as per drawings, specifications and directions of the Engineer-in-charge.

CIVIL WORKS


3-(II)




Tax



Service Tax

CIVIL WORKS

i) 1:2:4 M3 50ii) 1:4:8 M3 20

CIV-6 REINFORCED CEMENT CONCRETE

Providing and laying RCC (reinforced cement concrete) of grade M-25 with 20mm and down grade crushed stone aggregate in all types of structures like Beams, foundations, walls, columns, pedestals, pedestal bases, pipe supports, sleepers, cable trench, RCC retaining wall foundation for boundary wall including construction joints, shuttering at all depths and levels complete as per drawings, specifications and directions of the Engineer-in-charge.

i) Sub structures M3 150ii) Super structures M3 50

CIV-7 REINFORCEMENT STEELSupplying and Fabricating and Fixing in position HYSD Steel Reinforcements/ TMT Grade Fe-415 conforming to IS1786-1985 at all levels (all deapth & hights) and positions including the Cost of transport, Straightening, Cutting, Bending, Cranking, Binding, Welding, Provision of necessary Chairs and Spacers, Preparation of bar bending schedule, getting the same approved by EIC etc., complete as per Drawings and Specifications and including Cost of binding wire, Labour etc., all complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. The chairs and spacer bars provided will not be Measured for payment.

MT 20

CIV-8 BRICK WORKProviding and laying brick work with brick class designation M-7.5 of IS:1077 in Cement Mortar 1:4 (1cement : 4 sand) in steps, compound wall, drains, or at any other location at all depths & height for all leads including providing required finishes, curing, scaffolding, etc., complete as per specifications and drawings with all bye-works as per direction of the Engineer-in-charge.

M3 150

CIV-9 DELETED

CIV-10 Concertina coil


3-(II)




Tax



Service Tax

CIVIL WORKS

Supply and fixing of 610 mm dia hot dip galvanized barbed razor tape concertina coil fencing each coil having 80 circles, 200 clips with optimum openable stretch of 8 mtrs length supported/tied with two rows of same razor runner wires to the existing 'Y' angle at the top and one run wire at the bottom with 'U' nails, clips etc., complete as per manufacture's specification, drawings and site engineer's instructions. Measurement shall be based on the length of the compound wall. GENERAL SPECIFICATION OF CONCERTINA : Razor Strips: 0.5mm thick hot dip galvanized width 19 mm (Before wrapping on central core wire) and wrapped on central core GI wire of 2.6 mm dia. Zinc coating of 120 g/m2. Central core GI wire : UTS 145-160 Kg/mm2; Zinc coating 250-300 gm/m2; diameter 2.6 mm Clips: GI 1.6 mm thick.

rm 200

CIV-11 PAVER BLOCK FLOORING Supply , construction and handing over of CC inter locking paver block 80 mm thick, I shape, rough finish, M-30 strength of approved brand laid over the sand bed of minimum 50 mm thick. The CC interlocking blocks to be of uniform Grey colour or as approved by EIC complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge.

M2 350

CIV-12 KERB STONE FIXINGProviding and fixing precast concrete Kerb stones (125 wide X 300 deep) of M-25 grade or equivalent of approved make and shape at or near ground level as per approved pattern and setting in position with cement mortar 1:3 (one cement : 3 coarse sand) including the cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) wherever required over 75 mm thick PCC M-10 levelling course, complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-In-Charge.

Rm 150

CIV-13 SAND FILLINGSupplying and filling Sand in maximum 300 mm thick layers and compacting by rolling, ramming, consolidating and dressing the surface including cost of sand (zone-II/Zone-III sand only) complete in all respect as per scope of work, detailed construction drawings as per technical specifications and directions of the Engineer-in-charge.

M3 125



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3-(III) STRUCTURAL WORKS (PART-A)




Service Tax

Figures (4) x (5)(1) (2) (3) (4) (6)

ST-1 Providing and fixing chain link Fencing

Supply, fabrication and erection of structures such as angle iron post/Channel post,Strainer and strut,etc.with necessary holes for fixing the chain link fencing,site assembly and finally erection of structures at appropriate location with painting as per specification,including 2.0m high G.I. Chain link fabric fencing mesh size 50x50x3.15 mm dia, with 0.5 m heigh barbed wire (type-A) as per IS:278-1978 shall be made from two strands of galvanized steel wire of nominal dia 2.5 mm twisted together fixed on fencing posts with GI staples, turn buckles etc, including strengthening with 4 mm dia wire Nuts bolts and washer complete in all respects.All work as per Specification and drawings and as direction of the Engineer-In-Charge(excluding foundation and RCC beams Refer Standard drawing)

R.M 200

ST-2 Providing and fixing Fencing GatesSupplying, fabrication & fixing of fencing Mild steel gate 2.5m high with Chian link fencing mesh upto 2m height and 0.5m barbed wire fencing including all fixtures like MS Pivot,locking arrangement, tower bolt etc.complete in all respects including painting ,all work as per Specification and drawings and as direction of the Engineer-In-Charge (excluding foundations and RCC beams)

a) 2m Wide Gate Nos. 6

ST-3 Steel structure Fabrication & ErectionSupply ,fabrication and erection of all types of pipes supports like clamps saddle,guide stops,cradles,turn buckles,anchors,T-post,stockade/trestle and pipe bridge for over head piping ,approach ladders and platform,crossover,cable tray supports,etc. including painting as per painting specification(Bolts,nuts,washer,U-clamps etc. shall be supplied by the contractor within the rates quoted.These items will not be measured and paid seperately).The work is to be completed in all respect as per drawings and techanical specification and direction of the Engineer-in-Charge

KG 500



(5)



3-(IV) ELECTRICAL WORKS




Tax



Tax EL-1 EARTHING

Supply, installation, testing & commissioning of the complete earthing system, earthelectrodes/pit, earth main ring, earthing of metering skid, electrical equipments, instrumentpanels, field instruments, process equipments & pipes / flanges and accessories such as GI wire,wire rope and all balance earthing material as per the specification including all associated civilwork with all material & labour as per specification & drawings approved by the company.

1.1 Earth Electrodes including earthpit with 6 mm thick chequered plate cover Nos. 121.2 GI Strip (25 x 5) mm Meters 200



Page 1 of 1

3-(V) INSTRUMENTATION WORKS (PART-A)



applicable taxes & duties except Service Tax


applicable taxes & duties except Service Tax

Figures (4) x (5)(2) (3) (4) (5) (6)

IN-1 Supply, Calibration and Installation of instrumentation items listed below

1.1 Pressure Gauges, Pressure Rating 300# Pressure Range 0 - 50 Kg/cm2(Includes supply of two isolation valves per each gauge to provide doubleisolation) Nos. 35

1.2 Temperature Gauges [Range 0 - 100°C]Nos. 16

IN-2 EARTHING2.1 Supply 8 SWG G.I. Wire Mtrs. 2002.2 Laying and termination of both ends from earth grid to Field

instruments/JBs/Control Panel by 8 SWG G.I. Wire in tray and conduits asrequired excluding earth-pit preparation.

Mtrs. 200

2.3 Supply of 4 sq. mm. PVC insulated armoured copper cable Mtrs. 200

2.4 Laying and Termination of both ends of 4 sq. mm. PVC insulated armouredcopper cable from earth pit to the barrier earth bus bar intrays/conduits/trenches as required.

Mtrs. 200


summary of schedule of rates for laying &...

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